Bid Tabulations
Letting of
04/11/2012
LA DOTD Headquarters
| Lead Project: H.000544.6 | |
| Parish: Allen | |
| Routes: US 165 | |
| Description: US165: JEFFERSON DAVIS P/L - KINDER | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, PAVEMENT WIDENING, SUPERPAVE ALSPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $1,273,738.24 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00183 | R. E. Heidt Construction Co., LLC | $1,332,865.90 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,391,565.46 |
| 3 | 14096 | Bessette Development Corp. | $1,420,505.00 |
| 4 | 34356 | Prairie Contractors Inc. | $1,481,404.53 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - R. E. Heidt Construction Co., LLC |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Bessette Development Corp. |
- 4 - Prairie Contractors Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 150 | LNFT | 11.25 | 1,687.50 | 14.00 | 2,100.00 | 10.00 | 1,500.00 | 40.00 | 6,000.00 |
| 0002 | 202-02-32120 | Removal of Pipe (Side Drain) 18" CMP AND 18" RCP | 139 | LNFT | 7.75 | 1,077.25 | 18.00 | 2,502.00 | 30.00 | 4,170.00 | 7.00 | 973.00 |
| 0003 | 203-02-00100 | Drainage Excavation | 187 | CUYD | 16.50 | 3,085.50 | 20.00 | 3,740.00 | 25.00 | 4,675.00 | 15.00 | 2,805.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 5,561.00 | 5,561.00 | 2,400.00 | 2,400.00 | 10,105.00 | 10,105.00 | 10,000.00 | 10,000.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 10 | CUYD | 983.00 | 9,830.00 | 60.00 | 600.00 | 35.00 | 350.00 | 100.00 | 1,000.00 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 46 | CUYD | 62.00 | 2,852.00 | 60.00 | 2,760.00 | 92.00 | 4,232.00 | 200.00 | 9,200.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 12,039.8 | TON | 88.50 | 1,065,522.30 | 90.00 | 1,083,582.00 | 96.00 | 1,155,820.80 | 90.00 | 1,083,582.00 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 205.1 | TON | 103.00 | 21,125.30 | 170.00 | 34,867.00 | 104.00 | 21,330.40 | 55.00 | 11,280.50 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 44,840 | SQYD | 0.61 | 27,352.40 | 0.75 | 33,630.00 | 1.05 | 47,082.00 | 3.20 | 143,488.00 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,839 | CUYD | 0.78 | -1,434.42 | 5.00 | -9,195.00 | 0.25 | -459.75 | 19.00 | -34,941.00 |
| 0011 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 381 | SQYD | 115.00 | 43,815.00 | 130.00 | 49,530.00 | 122.00 | 46,482.00 | 127.00 | 48,387.00 |
| 0012 | 510-02-00100 | Pavement Widening | 145.4 | SQYD | 82.00 | 11,922.80 | 84.00 | 12,213.60 | 71.25 | 10,359.75 | 101.00 | 14,685.40 |
| 0013 | 510-03-00100 | Pavement Joint Repair | 57.6 | TON | 140.00 | 8,064.00 | 250.00 | 14,400.00 | 185.00 | 10,656.00 | 150.00 | 8,640.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 56.3 | LNFT | 26.26 | 1,478.44 | 26.00 | 1,463.80 | 26.25 | 1,477.88 | 28.00 | 1,576.40 |
| 0015 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 3,030.00 | 12,120.00 | 2,800.00 | 11,200.00 | 3,035.00 | 12,140.00 | 3,200.00 | 12,800.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,990.00 | 3,990.00 | 8,700.00 | 8,700.00 | 4,000.00 | 4,000.00 | 30,000.00 | 30,000.00 |
| 0017 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.93 | MILE | 327.00 | 2,920.11 | 350.00 | 3,125.50 | 150.00 | 1,339.50 | 400.00 | 3,572.00 |
| 0018 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 9.027 | MILE | 303.00 | 2,735.18 | 1.00 | 9.03 | 300.00 | 2,708.10 | 0.01 | 0.09 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 18.429 | MILE | 505.00 | 9,306.65 | 1.00 | 18.43 | 400.00 | 7,371.60 | 0.01 | 0.18 |
| 0020 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 3 | EACH | 50.50 | 151.50 | 100.00 | 300.00 | 45.50 | 136.50 | 0.01 | 0.03 |
| 0021 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 3 | EACH | 50.50 | 151.50 | 100.00 | 300.00 | 45.50 | 136.50 | 0.01 | 0.03 |
| 0022 | 717-01-00100 | Seeding | 4 | LB | 76.05 | 304.20 | 65.00 | 260.00 | 60.00 | 240.00 | 100.00 | 400.00 |
| 0023 | 718-01-00100 | Fertilizer | 60 | LB | 7.61 | 456.60 | 6.00 | 360.00 | 6.00 | 360.00 | 10.00 | 600.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 37,000.00 | 37,000.00 | 100,000.00 | 100,000.00 | 18,664.93 | 18,664.93 | 90,000.00 | 90,000.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 394 | EACH | 4.55 | 1,792.70 | 5.80 | 2,285.20 | 5.25 | 2,068.50 | 5.50 | 2,167.00 |
| 0026 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 6.143 | MILE | 2,626.00 | 16,131.52 | 2,600.00 | 15,971.80 | 2,550.00 | 15,664.65 | 2,600.00 | 15,971.80 |
| 0027 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.009 | MILE | 808.00 | 2,431.27 | 900.00 | 2,708.10 | 860.00 | 2,587.74 | 900.00 | 2,708.10 |
| 0028 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 3 | EACH | 252.50 | 757.50 | 235.00 | 705.00 | 215.00 | 645.00 | 250.00 | 750.00 |
| 0029 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 3 | EACH | 252.50 | 757.50 | 235.00 | 705.00 | 230.00 | 690.00 | 275.00 | 825.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,321.00 | 7,321.00 | 5,000.00 | 5,000.00 | 5,840.00 | 5,840.00 | 100.00 | 100.00 |
| 0031 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 12,640 | INLF | 2.00 | 25,280.00 | 0.10 | 1,264.00 | 1.66 | 20,982.40 | 0.60 | 7,584.00 |
| 0032 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 5.8 | MILE | 1,262.00 | 7,319.60 | 700.00 | 4,060.00 | 1,232.50 | 7,148.50 | 1,250.00 | 7,250.00 |
| CONTRACTOR TOTAL | 1,332,865.90 | 1,391,565.46 | 1,420,505.00 | 1,481,404.53 | ||||||||